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�ENE L N�T ; N T T' : �I : T �. �.
<br /> 1. DESIGN IS BASED ON 'i'1�E INTERNATIC}NAL �UILDING �Oi�E l��20�2 AN�T'H� ST�T� 1. F0�l�1�}AT1GN DESIGN IS �fiSED �N INFC}RMATIQN AND REC�?�1MENDA�I�NS
<br /> , 7. REINF�RCING LAP SPLICE TABLE; PRCJVIDED IN THE GEC}TECHNICAL R�PORT PR�PAREb �Y LANDAU ASSUCIATES, $� ALL STRUCTURAL STEEL SI�ALL HAVE THE FOLLOWINC ASTM SPECIFICATI#�IV AND
<br /> OF WASHINGT4N ADM�NDME�lTS. 7'�p �AR�ARE HORIZC}NTAL REIN�4RCE�lENT PLAGED SO THr�T MORE THAN 12'°4F DA,T�L1,lULY 18, 20�4. SH�LL�W FOUNDATIONS ARE DESIGNED FOR A M�IXIMUM �LLOWABLE YIELD S�'R�NGTHS U�l�:
<br /> 2. ALL MATERIALS AND WC��KMANSHIP SH�1LL CdMPLY WIT�I P�OJEC1' C}RAWIN�S AND �RESH C��CF�ET� I� CAST I��LOW THE BAR. ;OIL BEARING CA�ACITY Gt�`4000 PSF. COMPF��SS14N AND UPLIFT F�ESISTANC� �'ClR DEEP W&WT SNAPES ____------_____�_�_ FY= 50 KSI (A992, ��DE 50}
<br /> SPECIFICATIONS. FOI�NDATIGNS ARE BASED�N �AIS�ON �IAM�TERANb LENC�TH IN AC�QRDANCE WITH RECTA�IGULAR�SQ(JARE HSS -------------- FY=46 KSI (ASQ�, GR,A�E �)
<br /> 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIt�NS, CON�I�CTIONS, E�BEQ F'LAT� FIGURES 9 T011 OF TH� i�EP�RT. ALL VALUES SHALL BE VERIFIED BY A REGISTERED R�U�JD H�S -____________________ �Y=42 KSI (A500, �RADE �}
<br /> AND ANCHOR BQLT LOCATIaNS FR4M EQUIPMENT MiANUFACTURER'S APPRQVED �+P �PLICE LENGTH �400� PSI CONCRE7E}- NC}RN1AL W�IGH?' GEOTECHNICAL E�IGINEER((?R HIS REPRES�NTATIVE) PRIaR 7t? PL.I�CEMENT C7F CRANE RUNWAY W SHAPES-------------- FY= 65 KSI (A993, GR�lDE 65)
<br /> DRAWIN�S AND STEEL �,ABRlCAT{�R'�ANCH�R Bt7LT AND E�1BED PLATE SETTI�I{� LE��T CONCFtETE BAR 51ZES 4#) CONCR�T�. PLATES --__�_��m__-----___�_�__ �Y= �0 KSI (A572, GRADE 50}
<br /> PLANS, WHICH HAVE BEEN APPRC}V�D �Y TNE ARCHI7ECT/ENGINEER. ALL OTHER SHAPES (UIdO)---�m��--__---m�- Fy- 36 KSI (q36}
<br /> C�VER AT BAR 3 4 5 6 7 S 9 1� 11
<br /> 4. THE CaNTRACT�R SHALL WORK�TRU�TURAL DRA�NINGS `fOGETHE�1NITH 2. SU�3-GRADE FOR ALL FClUNDAI`I(�N� SHALL �E �REPARED AND
<br /> ARCHI7ECTURAL, MECHAIVI�AL, PLUM�IN�, �LE�TRICA�.AND CIVIL DRAWINGS TO
<br /> 3° 15" 20°' 24" 29" 42° 48" 55" 65" 8U° C4MPA�TED IN ACCORD�INCE l�IT�I REC{�MMENQATI JNS STATE� I(V THE 9. ALL DETAILI(��, �ABRICATI�N AND ERECTION SHALL Cf�NF01�M T(�THE L,ATEST
<br /> LOCATE RECESSED SLABS, SLOPES, 1�RAiNS, REGLETS, BOLT SETTII�GS, �RADE a, ETG. aztc 2'" 15" 2�" 24" 29" 4S" 61° 77" 97" 12�J°� GEO7ECNNICAL REPQRT REFER.�NCED A�OVE. EDI`fION C1F THE AISC�TEEL CQNSTRUCT'ION MANU�L AND THE INTERNATI�NAL �
<br /> ANY DISCREPANCIES SHALL �E GALLED TQ fi�lE ATT�NTIC7N U� THE m BUILDING CODE.
<br /> � �� � „ �� ,� « �� �� e�
<br /> ARCHITECT/ENGINEER B��4R� PR�GEE�7ING WITH 7HE WORK. � 2 5 20 25 3� 62 81 102 130 160 3. EXCAVATI4N �OR FOUNDATI�7NS SHfl�1N ON DRAWINGS SHAL�NUT SE L�iFtG�R �0. ALL BC►LTS �HAI.L B�A325 HIGH STRENGTH, UNC}.ALL NUTS SNALL 6E A563, UNfl. ALl.
<br /> 5. THE STRUCTURAL INTEGRITY t�F TNE CaMPLET�a STRUCTUR� �EPENI�S UP�N 7HE � 3/4" 18° 32'° 50" 73° 10fi" 121" 13�" 153" 170" THAN THE INDIC�TED FOUNdATI(�1V SIZE B`( M(7RE THAN 3" EACH DIRECTI�3N WASHERS SNALL BE F436, UNO.
<br /> INTERACTION OF VARIOUS C41�N��TED COMP�NECVT�. PRQVIDE�DEC�UATE �RAGING,
<br /> SHORING,AND OTHE�;TEMPC}RARY SUPPO�TS AS I�EC�UIFi�D T� SAFELY CaMPLETE THE 11. ALL W�LDING ELEGTRUDES SHALL BE E70XX, UNO. ALL WELQING SHALL BE PERFa��1�D
<br /> WORK. 3° 12" �5" 79" 23" 33" 37" 42" 50"' 62°' L � WEADIN(� C�DE��S EEL�LA EST�DIT�N C(7NFORM T��,WS D1.1fQ1.1 M STRUCTURAL
<br /> if u a n n n �r �i r+ n
<br /> 6. THE CONTRACTOR SNAL�WERIFY ALL EXISTING DIMENSIONS AND �ONDITI�NS PRIOR TQ � 2 12 9 5 19 23 36 4? 59 T5 92
<br /> ORDERING ANY MATERIAL�AN� SHALL NQTIFY THE ARCHiTECT/EN�WE�R IF DIFFERENT � � 112" 12" 1�°' 20" 2E�" 48" 62° 79" 10�" 123" �. ANCHOR�OLTS SHALL BE HEADED BC7L3S OR THREADED RO�S WITH I�UT TACK ��. AL� �ILLET WELD� SH�LL BE 3116" UNO, BUT NOT LESS TH�N AISC MINIMUM,
<br /> � W��DED AT BOTTOM. THREADS SHALL EXTEN� 1/2" PAST TACK WELDED �IUT. BENT SE� CHAR3'B�LaW:
<br /> FROM V11 HAT IS SHOWN {�N THE DRAWINGS. 3{4° 14'° 25" 39" 56" 89" 93" 105" �18" 131,�
<br /> 7. THE CON?RACTOR SHALL REVI�N THESE DRAUYIN(�S A�JD VIS1T TH� PR�JE�T SITE E�EF��E RC}DS ARE N{�7 ACGEPT�BLE.
<br /> � MINIMUM SiZE FC�R F'I�.LE7 WELDS
<br /> GONSTRUCl"14N BEGINS Tt�CQMPA�E,�LL �XIS7ING CC�NDI�"10�lS WITN"�/HAT IS Sh�4YUN ON �• UNHEADED��IC�9�R Rt��S SHALL BE ASTM F1554, GRA�E 55.
<br /> THESE DRAWINGS. IF THE�tE ARE CQ�IDITIONS WHICH aRE C}IFF�RENT �ROM Wt-IAT IS iNC�WN, ��' SPLICE LENGTH �S�OO PS1 CaNCRETE)- NC RMAL V1l�IGH7 MATERIAL TWICKNESS �F iHINNE�t MINII�UM SIZE (�F
<br /> A. CON�IG�JE�AIION: STF�AIGHT PART J�INED(1NCHES� FILLE�WELd (IN�HES}
<br /> THE STRUCTURAL ENGINEER QF RECC��D SH,�LL�E NQTIFIED, LEAST C�NCRETE BAR SIZES{#) B. NUTS:ASTM A56� HEAVY HEX GAR�C�N 5�'�EL
<br /> $. THE CONTRACT�R SHALI�.A4�R�NGE A PR�-Ct�NSTRUCTICIN MEETIN� WlTH THE C�}VE�AT BAR 3 4 � g 7 $ g �� ��g C. PLATE WASNERS:AiTl�1 A36 CARBON STEEL T01/4" IN�LtJ�IVE 1l8"
<br /> ARCHITECTIENGINEER T�1 ENSURE THAT THE C4NTRACT�R'S UNDERSTANQING �F TH�SE 3" 13'° 1$" 22" 26" 38" 43" 4�" 58" �2" . 011ER 1l4" T0112" 3f16"
<br /> DFtAWINGS AND PLA�! FaR`�H� WflRK IS IN AG��}RaAN��UVITH THE D��IGN INT�NT AN��'�7 � ��� 13�� 1g�' 22�� 26" �2"' S4" 69" 87° 10�7" � � � � ' 4VEF� 1/�"70 314" 1/4"
<br /> CLARI�Y ANY QUESTIONS TF�AT�"HE C(�Nl`RAGTQR MAY HAV�. �
<br /> � � �f L� �V" ��" LV'� V V11 ��t' �bcH Vd." ��Li� 1���' ���f t�'�p ��i Lil
<br /> 9. SECTIONS AND D�TA1L5 AR� SH(7WN TC� INDICAi'E SP�CI�1C �QNLIITIONS.WHERE SECTI�NS P►�E � 1. D�SlGN, FA�RICA7IC�N�ND ERECTIQN OF ALL STRUCTURAL�TEEL SHALL�E IN AC�OF2DANCE WITH
<br /> N�TED TO B� TYPICAL, THESE SECTIt�NS (��DETAILS SNALL APPLY Tt� aTHER SIMILA�LClCATIQNS. � �/4" 17" 29" 45° 65" 95" 108" 122" 137" 152" TN�AISG�TEEL C�NSTRUCTIQIV MANUAL, LRFD; I4TH EDITION. THE STRU�TUF�AL FRANIE 13, UNO ALL BEA�I C9NNECTI�@1S SHALL BE B�LT�DfW�LD��SH�AR END �'LATE
<br /> ANY (.00ATION IN QUE�TION SHALL �E �ftQU�HT Ta THE ATTENTl�N QF 7�iE STRUCTURAL ENGIN�ER, FA��ICA�`�R SHALL B��iISC ��RTI�IED FOR�TEEL BUILDING STf2UC�'U�ES (�TD) �R INGLUD�, AT C�?NNECTIC��VS SNUC�TIGHT ANa INSTALLED IN STANDARD HC3LES, ALL B{JLTING SNALL B�
<br /> �'H� FAB�ICA�'ORS EXPENSE, iNS��CT'IUN S�RVICES �J�C�SSARY�°C� INSUft� `�HAY TH� SHU� �RE-TENTI�N�D. ALL HOLES SHALL �E MAD� IN TH� SHGP. �iEL� 8UR1VlN� Q� HC?LES AND GUTS iN
<br /> 10. THE STRUCTURAL ENGINEER C}F RECt�R� SNALL Nt�T �� RESPQNSIBLE FQR THE MEANS, M�7HODS, 3" 12" 14" 17" 2�" 2�" 33" 38�� 45" 55'� STRUCTUR,AL STEEL SHALL NOT BE PEF�MITTED.
<br /> TECHNIQUES SEQUENC�S NOR PRC7�E�3URE� �F C�NS7F�UCTIOP� �El.EC7E� BY THE CO�ITRA�T�(� PROCEDU��S�ND FA�F�IGATIC?N COMPLI�S VUITH D�tAV�lII�CS AND SPECIFICAI"ION�. SPE�IFICAL�Y,
<br /> 1 1 1 0 il fl R fl H li 11 ii il
<br /> OR THE SAFETY PRECAUTIC?NS AND PRO�RAMS INCIDE�ITAL Tp THE Wt�R���T�-IE C�JNTRACTOR. � 2 12 14 17 2� �2 42 53 67 83 ALL BC}LTED P,ND WELDED C�NNECTI4NS FOR TRUSSES, MaMENT Ct�NNE�TIt7NS AND VERTICAL
<br /> THE STRUCTURAL ENGINEER SHALL N�+T BE RESPt�NSIBLE FC1R T�IE �AILUR� OF THE C�►IVT�ACTOR � 1 1/2" 12" 14" 1$� 25� 43" ��� �1t" ggt� ���"� BRACED FI;AME COMPONENTS SHA�L 8E INSPECTE�AND TESTED BY A CERTIFIE�?TESTING AGENCY N�MINAL�OLT HOLE DIMENSIaNS (INCHES}
<br /> TO PERFORM THE CONSTR�JCTIaN WC}RK IN A��flRDtANCE WI7H THESE Df�A�lINGS, � RETAINED �Y THE �ABRlCATC�R. C(�MPLIANC� REPqRTS SNALL�� S�NT TO THE STRUCTURAL BOLT �T�N�ARD OVERSlZ� �NORT-5�.UT �.C}N�-�L�T
<br /> 3/4" 13° 22" 35° 5Q" 73'" $3" �4" 1Q5" �17" ENGINEER QF RECQRD,
<br /> 11. THE INTENT OF SITE VISIT�A�E FOR THE STRUCTURAL ENGINEE�Tt� �ECC3ME FAMILIAf�WITH THE 2, pRQVIDE 3" �11NIMUNI CONCRETE C�VER AROtJND STEEL BEL0�1 GRADE C7R�OA�ED WITH QIAMETEF� (DlA) (DIA) (U111DTWxLENG7'H� �UIIIDTHxLENG`fH)
<br /> QUALITY OF THE CONSTRUCTI�N AND Tt� DETERMINE IN GENEf�L IF THE CQNSTRUC710N IS ASPHALTIC 4R BITUMASTIC PAINT. 1!2 9/�6 5/$ 9/16 x 111�6 9P16 x 1 1f4
<br /> PROCEEDING IN ACGOR�ANCE U'�IT�i TNE Cf�NSTRtJCTIQN DOCUMENTS.
<br /> 3. CONNEC`fICJN� DESIG�lEG A5 "SI.IP GRITlCRL" SFIALL HAVE FAYING iURFACES PREPAR�[� F(?R C�.ASS 5/8 �1f16 1�/�6 19/16 x 7(8 11/16 x 1 9115
<br /> 12. ELEVATIONS: $. !T IS PERMITTED TO SUBSTITUTE �ECHANICAL SPLI�ES {ME�TING TH� f�EQ1JIREMENTS� OF A OR E�ETTER, ALL �OLTS USED If� M�MENT/�ft�1CIN� C�NNECTIflN� SHALL�E ASTM A�25 �R A490
<br /> SECTI�N �2.6 IN ACI 318-11}FQR LAP SPLICES Al' NO ADDITI�N�L CC�ST. MECNANICAL 3/4 13116 15/16 13/16 x 1 13/96 x 1 7/�
<br /> FINISHEQ GR�UND FLOfJR El. � 1U�}'-0" AND SHALL �E P�EmTENSI�NE�}Td VALUES IN `CA�LE J3.1. P�E-TENSIONE�JDINT a WHETI��R
<br /> FINISHED GROUND FLOC�R REF EL = 5�5'-6'° N.�.V,D. ���E CIVIL[�W�S) OR�MPR SSIONVELO� 125°la�MIN}��THE YiELa STRENGTH UF THE REBAR IN TE�SION "g E A R I N G T Y P E"�R"S L I P C R I T I C A L T Y P E", M A Y B E T E N S I O N E D B Y T H E F a L L�U V I N t� N 1�T H t�D S: 7�8 15/16 1 1�1� 1 5 1 1 6 x 9 1 l8 �5 1 1 6 x 2 �/1 6
<br /> U S A G E 4 F T 1�t I S T-�F F-T Y P E (?�N S I Q N C O N 1'R a L) B O L T S. P R E-T E N S I�N E D J�I i N T A S S E M B L I E S S H A L L 1 1 1/16 1 1i4 1 1/16 x 1 5116 � 1I��x 2112
<br /> B� R�t�U1RED TQ HAVE FRE-IP�STALI_A71C�N V�RIFICAYI4�N TESTIN� IN ACCflRD�1NCE WITH S�CTIC�N
<br /> C�N C RETE. 9. ALL RElNF�JRCEMENT aHALL BE BENT CC7LD. REINFORCEM�NT PARTIALLY E(�BED[�ED IN 9.2 {�F THE "�PE�IFICATION Ft��t S CFttJCTURAL J(�INT� USING A�TM A325 t7F A490 BOLTS". �� �f$ d � 1116 d + 5I96 (d + 1196}x�� + 318) (d + 11�6}x�2.5*d}
<br /> C�7NCRETE SHALL NQT B� FIEL� BE�1T 11NLESS APPR�V�D �Y TME STRUCTURAL ��IGINE�R
<br /> �� RECORD. HQQKS SHALL B�A�I STANDARD HOOKS (N AC�ORDANCE WITH ACI 39�, CHAPTER 7. 4. COLUMN �PLICES �HALL MAINTAIN F'RdPER ALIGN�ENI` PR�VICIING 100�1a �EARING C�F THE UPPEft 14, ALL COLUMN AN�HOR f�C�D NQLES SHALL BE THE �IZE� LISTED IN TNE CNART �EL�VV UNQ:
<br /> 1. ALL CONCRETE WORK SHALL�C�MPLY WlTH PRC�VISION� QF ACI 31�-11, ACI 315-05, A�Q ACl SHAFT UPC7N TH� L(��1�R SHAFT. WHERE R�QUIR�D, F1LL PIMATES �HALL BE AC7QECt IN PAIFtS TO
<br /> 301-10,AND THE INTERN�TI�NAL BUIL�IING G�JDE 10. REINFC7�CING FQR CUNTINU�U� FaUNDATIONS SHALL 8E CONTIN�J(JUS�T C4�RNERS Ah�D BOTH SInES Q��`H� COLUMN. FILL PLATES SH�LL E1THE�t B� DEVELOP�C7 �Y BC3L`�S O�t UVELDS NOf�INAL.l�AXIMl1M ANCH4R R�}D H�LE D1AME7ER(INCHES�
<br /> INT�RSECTIC3NS. PRJVIDE Ct7RNEFr BA�S AT AL� C�RNE�S AND IIVT�R��GTI�NS. C�RNE� UN�ESS THE CQ�UMN SPLICE IS DESIGNED AND I�VSTAlLED SLIP CRITICAL. FILL RLATE
<br /> 2. CONCRETE SHALL BE N�RMAL WEIGHT CON�RE7E. BAR� SHALL HAV� LAP LEP�GTHS EQUAL TC7 THE S7�RAIGHT BAR LA� L�N�THS (�N B4TN ENDS CaNFiGURATI�NS SHA�L fiLLQW FflR PRQPER ERECTION TOLERANCE�. DETAIL E�ECTIc�N AN�I��R f��D HOLE AN�H(7R RQD H�LE
<br /> CONCRET� STRENGTHS {AT 2� DAYS} SHALL B��S FOLL(JWS: OF TNE CORN�R BARS. TOLER��JCES IN SYM�ETRI�AL FASHI0�1. FURNISH SUFFICIENT 11$" THIC�STR1P SHiMS C}R FINGER DIAM�TER CJII�METER [�IA�IETEF� DIAMETER
<br /> �'� 11. AT THE TIME GONGRETE IS PLA�ED, RElNFOR�EM�NT SNALL BE FR�E FR�7M MUD, dIL a� SHIMS TO #'�OVIDE 0 T01116'"CLEA�ANGE EaCH SIDE �F G�LUMN A�TER h�(JISTIN�T� FILL
<br /> ERECTIa�I T�LERANCE G�PS. �(�LTS IN CC�LUMN SI�LICES SHALL 8E PRE-TENTIaNED. WFiERE SLIP 1/2 1 1196 1 1/4 211�6
<br /> C?TF�ER NaNMETA(.LIC COATINCS THAT �E�R�ASE 84ND. CRITICA�COLUM3V ;PLIGES ARE UTILI?ED BY THE �A�RICATQR, PREPA(�E �'AYING SURFACES FOR
<br /> PEDESTRIAN AND UTILI7Y TUNNELS 518 � �f16 1 1l2 � 5116
<br /> (BASE SL.FlB, WALLS,AND RdOF}, CP,ISSON CAP"CAP-2��& "CAP-4" ---�---_---� 5�00 PSI �L,ASS A C�R ��TTER. WASHE�S S�IALL g� INSTALLED I�ACCO��DA��GE 1NITH T"SPECIFICATIQN FOR
<br /> STRUCTt1�tAL,1(71NTS USING AS�'M A32��?R A49� �OLTS'". 3/4 1 5/16 1 3/4 2 31�
<br /> SLABS-ON-GRADE ----_______�....._._.._______-----��.___o ���0 p,l � . 5. ALL��OUT FOF�USE l9N DEI� ��ARING f'LAT�S, LEVELING PLAT�S, �TC. SHALL B� PRE-MIXED, 7/� 1 9/16 ?2 d � � 1/4
<br /> s
<br /> SLABS-ON-GRADE MODULUS OF RUF'TURE AT 28 DAYS =625 PSI NUN-SHRINK, N�3N-ME�`ALLI+C �dN�ORMING TC}ASTM C$27. THE �R�UT STRENGTH SHALL 8E THE 1 1 13/16
<br /> GREATER�JF 8,000 PSI C�R TWICE THE STRENGTH C}F THE SUPPQF�TINC� CC�NCRETE.
<br /> WHEN TESTED IN ACCQRANC�WI�H ASTM C78 1. GpNC�ETE CAISS�NS SHALL BE UNCA�ED 36", 72° OR 9�" DIAMETER DRILLED CAISS�NS AS �. LEVELING E30LT�OR NUTS SHALL NOT �E US�C?TO SUPPORT THE �OLUMN DURING ER�CTIC?N. IF �5, 7NE F�BRICATOa SNALL FURNISN A S7RtJCTURAL SUBMITTAL WF11CH SNALL BE CHECKED
<br /> PILE CAPS, GRADE 6EAMS, C?�ISS�NS �OUN�ATIONS (NOT EXP�SED}------- 4000 PSI SMOWN 4N D�A�INGS. GR(7UTING IS D�L�YED UNTIL AFTER STE�L ERECTION, 7HE BASE PLAfi� SH�LL�� SHIMMED TO �Y THE C(�NTRACTC}R FOR C�MPLETENE�S ANQ CQNTENT RRIOR�'�7 5����ITT'A�`�d 1"HE
<br /> �. CAIS��N INS7ALLATION SHALL BE SUPERVISED �Y 7HE GEflTECHNICAL ENGINEER WHQ UVILL PR4��RLY DISTRI�UTE LOADS �`�TH� F(�UNDATI�N WITh�t�U�'QV�RSTRESSING EI�'H�R THE B�SE STRUCTU�P,L EN�INEER OF F�ECORD FOR R�VIEW. TH�SUBMITTAL SHC7ULD INCLU��
<br /> PILE CAPS, GRADE BEAMS, WALLS F�I�NDATIt�NS (EXT�RIC}Ft EXPOSURE)----� 50�0 RSI FABRIC�TIQN AND ERECTIt}N dRAWINGS. FABRICATION SHALL N4T CQMMENGE UN71L THIS
<br /> ALL OTHER CaNCRETE (EXTERIOR EXPOSURE}�--m v��--a��-�-__-�-- 50Q0 PSI ��RI�Y THAT THE REQUIRED CAISSON CAPACITY HAS �EEN ACHI�VED. FLATE OR TH� C�NCRETE, REVIEV�I IS C0�IPLETED.
<br /> 7. ALL �TRUCTURAL STEEL MEMBERS AND ALL STEEL QECKS DEFLECT WHEN Lt�AD�D WI7H
<br /> ALL QTHER CONCRETE �NtiT EXP�SED)------�_____�_��___o..�� 4Q�� �,I COI�CRETE. CAM��R A�1�UNTS, IF ANY, INDIC�TED C}N THE D�WINGS ARE �ASEQ QN TH�OR�TICAL ��' ����' �OLES AND THEIf� REINFC7RCEMENT(REQUIRED BY QTHER TRADES}SHALL ��
<br /> CALCULATIUNS AND �HALL Nt�T�E ASSUMED T� EXA�TLY�QU�L THE ACTl1AL Ai��UNT OF �HC�4�N ON TH� STi�UGTURAL ST�EL SHOP DRAWI�JG�AND SNALL BE NiA�}E IN THE
<br /> 3. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. DEFLECTIt7N THAT WILL�?CGUR WHEN W�T CQNGRETE IS PLACED �N THE STRUCTURE. THE ��Q�'• �IELb BURNING 0� HO(�ES &CUTS IN S3RUC?IJRAL STEEL �HALL N�T B�
<br /> C{�NTRACT�R, IS S�LEL`(RESPC�NSIBLE FC?R DETERMINING AND PROVIDING TH�AMOUN7 Q� �'ERM1TTEa EXGEP7 BY WRITTEN PERMISSIUN �f�OM THE S�TRUCT�JRAL EN�INEER QF
<br /> 4. CONCRETE PROTECTION FOR R�INF(�RCIN� BAR�: COf�CRET� I�EQUIRED TO PRt3VIDE ELEVATED FLflGtR SLABS WITH LEVEL TC��SURFACE�, ��GORD, UNLESS NOT�D OTHERWISE ON ThE DRAWlNGS.
<br /> STRUCTURAL ELEMENT CLEAR CC}VER INCLUDIN�THE AMOUNT QF AD�ITI��JAL G4NCRETE REQUIRE�TQ RCCC3UNT FO}�THE EFFECTS flF �7. SIZE AND �HAPE OF STRUCTURAL�T�EL SHALL BE AS SHOWN �N C3RAWINGS. �UBSTITUT�S
<br /> STRUCTl1RE��JD DECK D�FLECTION. MAY�E USE� i� P�E-APPR�V�D IN WRITING �Y THE STRUCTURAL ENGlNEER OF REGO��.
<br /> FOOTINGS, (CAST AGAIN�T& 98. AFTER ERECTI�N ALL STEEI. aNALL BE CLEAN�D C7F ALL RlJST Lt?4S� MILL SCALE �ND
<br /> PERMANENTLY EXPOSE�Ta E�RTM� --_______________ 3 INCHE� QTH�R�'��EIGN �IATERIAL, SCUFFS AND ABRASIQNS SHALL �� FI�LD TOUCHE(�-IJ�.
<br /> FOOTIN�S AND WALLS (CAST�IN��qRMS 99. ALL FIELD CONNEGTIONS A��T� BE PAINTEC7 Tt� MATCH ATTACHED C�MP{�N�NTS.
<br /> PERMAN�N7LY EXPOSE�TJ EAI�TM} �-�-_�.____d_�____ � INCH�S
<br /> 20. ALL ST�EL C�LI�MNS SHALL �E �RACED �Y A�EP,M, JOIST, �R AS SHt�WN QN DRAWINGS.
<br /> SLABS (IN CONTACT WIT�1 EARTH} --_________________ � �N���� 21. 1�fELD�a SH�AR STUDS �HALL BE 3/4" C}IA x 4" L4NG ASTM A10� H�AaE� ;TUDS.
<br /> SLABS (EXFOSED 1'0 WEAT�iER}-�______._.___________ 1 1/2 l�1CH�S 22. THE F�LL��/ING DEI�A(�n CRITICAL WELD �ILLER METALS �FfALL �IE�T T�-f E �IININ�UM REQUIl�EME�TS (�F AISC
<br /> SLABS ABOVE GRADE �-_____s_�__�.._.�_,���__�__ �/4 IIUCHES 341-1�, SECTI4N 4b If�CLUDING CVN TOUGHNESS OF 20 �T-LB t�Q DEC F Ahl�40 FT�LB a�,? 70 �EG F:
<br /> • PEDESTALS (TO TIES} -----�----____________.��_�2 (��}��� a. (;ROOVE WEL�S @ COLUMN SPLICES THAT ARE A PART aF TN� �F�B FI��MES
<br /> BEAiiAS (TQ STIRRUPS) --__�_���_---____�___..�__ � �!2 INCHES b. WELC►S AT C�LUMN T� �ASE PL.ATE F9ft COLUMNS TNAT ARE PAI�7 OF TNE �R� FRAM�S
<br /> COLUMNS ASOVE GRADE (TCJ TIES) -----�---�-�m�----_-� 1 1!2 IN�HES c. B�AM T�3 Ct�LUNfN ��NN�C710NS WH�RE �Fi6 GUSSETS RRE �RESENT.
<br /> 5. ALL WELDED WIRE FABRIG SHALL�OiVF4RN1 T�ASTM A�85 AND SHALL�� L.APPE��1VE FULL MES�
<br /> PANEL PLUS 2 INCHES AT SID�a AND E�lQS AND WIRED T4G�TNEF�.
<br /> 6. ALL REINFORGING STEEL �HALL BE PLACED W1T�IiV TOLEF�ANCES SPECI�`IED IN
<br /> SECTIONS 7.5.2.1 AND ?.5.3,� IN ACI 3�5-99
<br /> 7. ALL REINFORCING STEEL REBA�SHALL GONFORM TO ASTM A61� GRA�E 60.
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<br /> �'(����� ���� '��� a�t David P. Balawajder �
<br /> WA PE 28184 �
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<br /> �F w�,�y ACCEPTABILITY �1EM 10 09 l4 a
<br /> Q ISSUE FOR CONSTRUCTION MEM AHM 1Q/�9j1A� ��.�� ��f�r THIS QESIGN AND/CJR �HE KED �E�I�Ri�L N�TE� W2548317 10,�09�14 �
<br /> y �y SPECIFICATI4N IS APPRQVEC3 ANM 10 49 14 �yE� �
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<br /> ; er�irae€Rsihc. APPROYED BY �EPT. DP;7E DP� 10 09 1� r
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<br /> STRUCTURAL MASTER EVERETT, WA 4�-05�-S2b
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